1.Introduction
Despite certain steps undertaken for controlling land pollution, there isn't much changes in
the environmental condition caused by the polyethylene wastes (Fig. 1). Global production
of plastics is about 310 metric tons per year that need to be consumed to prevent further
environmental losses.
About 1.15 km length of road covers 9000m2 of area, which requires about 600 tons of bitumen.
Adding 50% polyethylene would allow us to give space for 300 tons of polyethylene.
Shredded waste plastics may be used along with bitumen for road construction (Fig. 2).

Fig.1: Plastic wastes in the bank of river Ganges

Fig.2: Shredded plastic taken from the waste in the river Ganges

2.Idea behind our work
The idea behind our project is to use optimized mixture ratio of polyethylene and bitumen
with gravel in the construction of road instead of conventional mixture of bitumen with
gravel (control).
Generally, about 10% of Bitumen is mixed with 90% gravel (by weight) for normal road construction.
Our idea focused on using about 50-50 mixture ratio of polyethylene and bitumen and further using it
with 90% gravels in the construction of road to reduce the effect of so called plastic pollution.
The toughness of plastic filled gravel is more that only bitumen filled gravel though the elastic
modulus slightly reduce in plastic filled gravel (Table 1). Thus, our work demonstrate the use of
waste plastic for road construction by reducing the plastic pollution at lower road repairing cost
without the bad effect (as evident from no distortion of repaired busy road even after six months).

Thus, our developed material demonstrate the efficacy of road repairing material where 50% waste
plastic can be used which will reduce the plastic pollution along with lower cost of road repairing.
This idea may be extended to road construction as well using waste plastic at large scale.

3. Repairing of road using waste polyethylene
Figure 3 shows images of the 'pothole' and 'filled pothole' by using mixture of polyethylene
and bitumen with gravel at different time interval up to six months which clearly demonstrate
that no pothole generated over the repaired pothole or in other words there is no damages
on the repaired potholes and act like repaired with conventional bitumen treated road
repairing. To understand the strength of plastic mixed bitumen against pure bitumen,
tensile tests were performed with gravel mixture. Figure 4 shows the stress-strain
curves of plastic filled construction materials vis-a-vis only bitumen filled gravel
(control).

Fig.3 : Images of road condition of pothole before and after repairing with the developed material